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Department of Engineering Mechanics
University of Rijeka, Croatia
Selected Publications (For more see the link, Prof. Goran Turkalj):
Randić, M., Pavletić, D. Turkalj, G.: Multiparametric investigation of welding techniques on toe radius of high strength steel at low-temperature levels using 3D-scanning techniques, Metals, 9 (12), 2019, art. no. 1355.
Kvaternik, S., Filippi, M., Lanc, D., Turkalj, G., Carrera, E.: Comparison of classical and refined beam-models applied on isotropic and FG thin-walled beams in nonlinear buckling response, Composite Structures, 229, 2019, art. no. 111490.
Turkalj, G., Lanc, D., Banić, D., Brnić, J., Vo, T. P.: Nonlinear buckling behaviours of thin-walled functionally graded open section beams, Composite Structures, 189, 2018, pp. 648-660.
Sandra Kvaternik, Goran Turkalj and Domagoj Lanc, “Analysis of flexure, torsion and buckling of thin-walled frames with a focus on the joint warping behaviour”, Transactions of FAMENA, XLI-4, 2017
Lanc, D., Turkalj, G., Vo, T. P., Brnić, J.: Nonlinear buckling behaviours of thin-walled functionally graded open section beams, Composite Structures, 152, 2016, pp. 829-839.
Pešić, I., Lanc, D., Turkalj, G.: Non-linear global stability analysis of thin-walled laminated beam-type structures, Computers & Structures, 173, 2016, pp. 19-30.
Turkalj, G., Lanc, D., Brnić, J., Pešić, I.: A beam formulation for large displacement analysis of composite frames with semi-rigid connections, Composite Structures, 134, 2015, pp. 237-246.
Lanc, D., Vo, T. P., Turkalj, G., Lee, J.: Buckling analysis of thin-walled functionally graded sandwich box beams, Thin-Walled Structures, 86, 2015, pp. 148-156.
Lanc, D., Turkalj, G., Pešić, I.: Global buckling analysis model for thin-walled composite laminated beam type structures, Composite Structures, 111, 2014, pp. 371–38.
Kravanja, S., Turkalj, G., Šilih, S., Žula T.: Optimal design of single-story steel building structures based on parametric MINLP optimization, Journal of Constructional Steel Research, 81 (1), 2013, pp. 86-103.
Turkalj, G., Brnić, J., Lanc, D., Kravanja, S.: Updated Lagrangian formulation for nonlinear stability analysis of thin-walled frames with semi-rigid connections, International Journal of Structural Stability and Dynamics, 12 (3), 2012, art. no. 1250013 (23).
Turkalj, G., Brnić, J., Kravanja, S.: A beam model for large displacement analysis of flexibly connected thin-walled beam-type structures, Thin-Walled Structures, 49 (8), 2011, pp. 1007-1016.
Brnic, J., Turkalj, G., Canađija: Shear stress analysis in engineering beams using deplanation field of special 2-D finite elements, Meccanica, 45 (2), 2010, pp. 227-235.
Turkalj, G., Lanc, D., Brnic, J.: Large displacement beam model for creep buckling analysis of framed structures, International Journal of Structural Stability and Dynamics, 9 (1), 2009, pp. 61-83.
Turkalj, G., Brnic, J., Vizentin, G., Lanc, D.: Numerical simulation of instability behaviour of thin-walled frames with flexible connections, Materials Science and Engineering: A, 2008, 499 (1-2), 2009, pp. 74-77.
Lanc, D., Turkalj, G., Brnic, J.: Large displacement analysis of beam-type structures considering elastic-plastic material behavior, Materials Science and Engineering: A, 499 (1-2), 2009, pp. 142-146.
Lanc, D., Turkalj, G., Brnic, J.: Finite element model for creep buckling analysis of beam-type structures, Communications in Numerical Methods in Engineering, 24 (11), 2008, pp. 989-1008.
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